Jan 2008 .............. (S)ingle/ (D)ouble girder S Capacity 2 Ton Hoist & Trolley wt 200 lbs Hoist Wheel base 12 inches Hoist speed 5 fpm Bucket or Magnet Crane x1 x2 N If not true Vertical lift then specify 0 0 inches Crane Span 20 Ft Bridge drive wt 0 lbs Line shaft wt 0 lbs Control Wt 0 lbs Footwalk Wt 0 lbs/ft Bridge speed 80 fpm Bridge acceleration 5 ft/sec2 Beam Yield 36 ksi HAIDER CRANE CO. (All Rights Reserved) DISCLAIMER: This software is intended for aiding professionals and students in designing crane beams AS IS . The author is not responsible for any damages incurred due to the usage of this software.
Insert 'N' more beams here and change the NUMBER on CELL J1 to 255+N Sort all data based on Weight or COLUMN B If you want to analyze a certain beam, place a 1 in COLUMN 'J' in front of the beam
Last column
Results Capacity [C] Span [L]
4000.00 240.00 0
Dead load factor DLF
1.100
Hoist load coeff. HLF
1.150
Inertia force from drives IFD
0.390 0
Static Trolley wheel loads (Left | Right) Dynamic Trolley wheel loads (Left | Right) P1/P2 Moment Mx (Greater of the two X HLF) [A] Moment My (Greater of the Two * IFD ) [B] Dead Weight (Bridge Drive+Control+Footwalk) [P] Static Weight (Beam + Lineshaft)/12 [w] Static Moment Static moment Mx (DLF * Static moment) [D] Static moment My (IFD * Static moment) [E] Total Moment Mx = A + D Total Moment My = B + E Tensile Stress X in Beam Compressive Stress X in Beam [Cx] Compressive Stress Y in Beam [Cy] Allowable Stress L/rt Fb2 Allowable Stress L/rt Fb3 Allowable Stress Fb1 Allowable Stress 0.6 * Yield Allowable Stress (Max of all 4 above) [fb] Check if Ratio < 1 Deflection due to Static wt. W [d1] Deflection due to Dead wt P [d2] Deflection due to Loads P1 & P2 Deflection due to Load P1 Total Deflection d1+d2+ (d3 or d4) whichever is more Last Crane Beam Selected
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